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US6 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.25964, -96.03444
41°15'35" N, 96°02'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US6 over LITTLE PAPILLION CREEK
Structure number:S006 36742
Location:78TH @ DODGE OMAHA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:111.9 ft. [34.1 m]
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:48,015 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:68.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactoryFairSatisfactory4801568.1
March 2016FairSatisfactoryFairSatisfactory4795568.1
May 2014FairGoodFairSatisfactory4795568.1
March 2014FairGoodFairSatisfactory4795577.7
March 2012FairGoodFairSatisfactory5078581.5
February 2010FairExcellentFairSatisfactory4487582.2
March 2008FairExcellentFairSatisfactory6626079.9
January 2006FairExcellentSatisfactoryFair6626079.9
July 2004FairExcellentSatisfactoryFair5006081.6
February 2002FairExcellentSatisfactoryFair5770080.8
October 2000FairExcellentGoodFair5420081.2
October 1998FairFairGoodFair5420080.1
August 1996FairFairVery GoodFair5593077.9
September 1994FairFairVery GoodFair4150080.4
July 1992FairFairVery GoodFair5876578.9
December 1991FairFairVery GoodFair5876578.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7901,7610290
Deck
Reinforced Concrete Decksq. ft.11,36811,368000
Wearing Surfacessq. ft.9,2378,0271,21000
Substructure
Reinforced Concrete Columneach1412200
Reinforced Concrete Abutmentlinear ft.192970950
Reinforced Concrete Pier Caplinear ft.214214000
Bearings
Elastomeric Bearingeach216216000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2031614200